3D 板的基本抗弯方程  

Basic Bending Equations of 3-Dimensional Plate

作　　者：刘畅[1] 钟善桐[1] 苗若愚 

机构地区：[1]哈尔滨建筑大学 [2]长春市市政府

出　　处：《哈尔滨建筑大学学报》1998年第3期29-33,共5页Journal of Harbin University of Civil Engineering and Architecture

基　　金：吉林省教委基金

摘　　要：３Ｄ板作为新型建筑板材，以其搬运容易、施工快速、坚固安全、节省材料、隔热隔声、防火防震等优点，一经出现迅速应用于围护、间隔等结构。为使其强度得以充分发挥，有必要研究承重型３Ｄ板的力学特性，本文根据３Ｄ板构造特性，建立了３Ｄ板的弯曲基本方程。The 3-D plate is a new type of building material.The advantages of this plate are:easy transportation,quick construction,sturdiness and safety,save material,heat and sound insulations,fireproof and anti-seismic ability.Hence,it was rapidly used as the enclosing wall and inner wall since its appearence.The mechanical characterestics of 3D plate should be researched for fully using its load carrying capacity. In this paper,the basic bending equations of 3D plate are suggested according to the structure of 3D plate.

关 键 词：弯曲理论 轻质夹心板 复合材料 钢丝网架 水泥板 

分 类 号：TU525.2[建筑科学—建筑技术科学]